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    The factor of safety and the type of slip circle for the state. a � =...

    Download scientific diagram | The factor of safety and the type of slip circle for the state. a � = 14 • , C = 25 kN/m 2 , = 15 kN/m 3 , = 30 • , b � = 14 • , C = 25 kN/m 2 , = 15 kN/m 3 , = 45 • , c � = 14 • , C = 25 kN/m 2 , = 15 kN/m 3 , = 60 • from publication: Prediction of the sliding type and critical factor of safety in homogeneous finite slopes | In this paper, the effect of soil material parameters including soil specific weight (γ), cohesion (C), angle of internal friction (\(\emptyset\)), and geometric parameter of slope including angle with the horizontal (β) for a constant slope height (H) on factor of safety... | Failure and Toes | ResearchGate, the professional network for scientists.

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    The factor of safety and the type of slip circle for the state. a � = 14 • , C = 25 kN/m 2 , = 15 kN/m 3 , = 30 • , b � = 14 • , C = 25 kN/m 2 , = 15 kN/m 3 , = 45 • , c � = 14 • , C = 25 kN/m 2 , = 15 kN/m 3 , = 60 •

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    Prediction of the sliding type and critical factor of safety in homogeneous finite slopes

    Article Full-text available Sep 2019 Farzin Salmasi Biswajeet Pradhan Bahram Nourani

    In this paper, the effect of soil material parameters including soil specific weight (γ), cohesion (C), angle of internal friction (\(\emptyset\)), and geometric parameter of slope including angle with the horizontal (β) for a constant slope height (H) on factor of safety (Fs) was investigated. Fs was considered in two scenarios: (1) slope with dry...

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    Context 1

    ... simulating the critical slope in the software, the probable slip surface and the stability factor of safety in the critical conditions as well as the type of slippage can be observed. In Fig. 2a-c, if the specific weight ( ) of 15 kN/m 3 , cohesion (C) of 25 kN/m 2 and the angle of internal friction ( ) of 14° is applied for slope angles ( ) 30, 45, 60, respectively, the factor of safety after the simulation is obtained as 2.142, 1.912 and 1.622, respectively. As we can see, the change in the geometric shape of the slope causes ...

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    Context 2

    ... addition, the slip surface has changed from touch-midpoint circle to slope circle. Figure 12 illustrates another computational diagram to examine the stability and determining the factor of safety of the slopes exposed to water level drop. In this graph, vertical axis shows the ratio of drop (h/H), in which (h) is the amount of water surface level drop (height of drawdown) and (H) is the height of the slope. ...

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    Context 3

    ... simulating the critical slope in the software, the probable slip surface and the stability factor of safety in the critical conditions as well as the type of slippage can be observed. In Fig. 2a-c, if the specific weight ( ) of 15 kN/m 3 , cohesion (C) of 25 kN/m 2 and the angle of internal friction ( ) of 14° is applied for slope angles ( ) 30, 45, 60, respectively, the factor of safety after the simulation is obtained as 2.142, 1.912 and 1.622, respectively. As we can see, the change in the geometric shape of the slope causes ...

    View in full-text

    Context 4

    ... addition, the slip surface has changed from touch-midpoint circle to slope circle. Figure 12 illustrates another computational diagram to examine the stability and determining the factor of safety of the slopes exposed to water level drop. In this graph, vertical axis shows the ratio of drop (h/H), in which (h) is the amount of water surface level drop (height of drawdown) and (H) is the height of the slope. ...

    View in full-text

    Context 5

    ... simulating the critical slope in the software, the probable slip surface and the stability factor of safety in the critical conditions as well as the type of slippage can be observed. In Fig. 2a-c, if the specific weight ( ) of 15 kN/m 3 , cohesion (C) of 25 kN/m 2 and the angle of internal friction ( ) of 14° is applied for slope angles ( ) 30, 45, 60, respectively, the factor of safety after the simulation is obtained as 2.142, 1.912 and 1.622, respectively. As we can see, the change in the geometric shape of the slope causes ...

    View in full-text

    Context 6

    ... addition, the slip surface has changed from touch-midpoint circle to slope circle. Figure 12 illustrates another computational diagram to examine the stability and determining the factor of safety of the slopes exposed to water level drop. In this graph, vertical axis shows the ratio of drop (h/H), in which (h) is the amount of water surface level drop (height of drawdown) and (H) is the height of the slope. ...

    View in full-text

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    Swedish Slip Circle Method

    This set of Geotechnical Engineering Multiple Choice Questions & Answers (MCQs) focuses on “The Swedish Slip Circle Method”. 1. Rectangular plot method has been suggested by _________ a) Culmann b) Bishop c) Singh d) Terzaghi 2. The slip circle having the minimum factor of safety is called ___________ a) Critical circle b) Failure slip circle ... Read more

    Geotechnical Engineering Questions and Answers – The Swedish Slip Circle Method

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    This set of Geotechnical Engineering Multiple Choice Questions & Answers (MCQs) focuses on “The Swedish Slip Circle Method”.

    1. Rectangular plot method has been suggested by _________

    a) Culmann b) Bishop c) Singh d) Terzaghi View Answer

    2. The slip circle having the minimum factor of safety is called ___________

    a) Critical circle

    b) Failure slip circle

    c) Critical slip circle

    d) None of the mentioned

    View Answer

    3. In Swedish circle method ___________ analysis cases are considered.

    a) φC = 0 b) C – φ and φu = 0

    c) None of the mentioned

    d) All of the mentioned

    View Answer

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    4. When does the critical condition of d/s slope, occur in reservoir?

    a) Reservoir is full

    b) Pore pressure is high

    c) Steady seepage does not occur

    d) All of the mentioned

    View Answer

    5. In the rectangular plot method if there are n-slices, the total number of ordinates will be ____________

    a) n – 1 b) n c) n – 2

    d) None of the mentioned

    View Answer

    Check this: Civil Engineering Books | Geotechnical Engineering I MCQs

    6. Stability of slopes of an earth dam is tested under, which of the following condition?

    a) Stability of downstream slope during steady seepage and Stability of upstream slope during a sudden drawdown

    b) Stability of upstream slope during sudden seepage

    c) None of the mentioned

    d) All of the mentioned

    View Answer

    7. When a dam is built of impervious compressible soil, water is entrapped in the pore space due to ___________

    a) Excessive pore pressure

    b) Volume change in the soil mass

    c) Low shear strength of soil

    d) Unstable soil mass

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    8. The area of U-diagram in finding stability of D/S slope during steady seepage, can be measured by ___________

    a) Planimeter and Rectangular plot method

    b) Fellinious method

    c) None of the mentioned

    d) All of the mentioned

    View Answer

    9. The magnitude and distribution of pore water pressure on a slip surface can be calculated from ___________

    a) Pressure net b) Test data c) Graphical method

    d) Rectangular plot method

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    10. The pore water pressure at any point on the slip surface is represented by ____________

    a) Piezometric head b) Pore pressure c) Factor of safety d) Failure plane View Answer

    11. The estimation of construction pore pressure can be made with the help of ___________

    a) Swedish circle method

    b) Bishop’s method c) Hilf’s equation

    d) Rectangular plot method

    View Answer

    12. In Hilf’s equation ‘u = pa Δ / (va + hc γw – Δ)’, hc refers to __________

    a) Induced pore pressure

    b) Henry’s constant

    c) Volume of pore water

    d) Volume of air voids

    View Answer

    Sanfoundry Global Education & Learning Series – Geotechnical Engineering.

    To practice all areas of Geotechnical Engineering, here is complete set of 1000+ Multiple Choice Questions and Answers.

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    The slip circle having the minimum factor of safety is called ___________

    The slip circle having the minimum factor of safety is called ___________ Critical circle Failure slip circle Critical slip circle None of the mentioned. Foundation Engineering Objective type Questions and Answers.

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    E-PolyLearning Discussion Forum

    Que. The slip circle having the minimum factor of safety is called ___________

    a. Critical circle

    b. Failure slip circle

    c. Critical slip circle

    d. None of the mentioned

    Correct Answer:Critical slip circle

    Confused About the Answer? Ask fellow aspirants for Details Here

    Already Know Explanation? Add it Here to help others.

    More Questions Like this:

    The factor of safety with respect to cohesion is given by the equation ____________

    The total cohesion force which resists the slipping along the slip arc at critical equilibrium is proportional to ___________

    The estimation of construction pore pressure can be made with the help of ___________

    If the failure occurs along a surface of sliding that intersect the slope at its toe, the slide is known as ___________

    In the rectangular plot method if there are n-slices, the total number of ordinates will be ____________

    Slopes is classified into ____________ types.

    When a dam is built of impervious compressible soil, water is entrapped in the pore space due to ___________

    The failure of slopes may take place due to ___________

    Planar surface commonly occur in __________

    A basic type of failure at a finite slope may occur due to ___________

    A long natural slope of cohesion-less soil is inclined at 12° to the horizontal. What will be the factor of safety of the slope if φ = 30°?

    According to Taylor, the force causing instability in the sliding wedge is __________

    According to Bennet, non-circular slip surface may arise in ___________

    The friction circle method assumes the failure surface as ___________

    The factor K, in the radius of the friction circle(Kr sin φ) depends on ____________

    In Hilf’s equation ‘u = pa Δ / (va + hc γw – Δ)’, hc refers to __________

    For purely frictional soil, the Taylor’s stability number is ___________

    The rupture mass sliding down a surface in a definite pattern resembles __________

    If the soil properties for all identical depths below the surface are constant, it is a _________

    The types of slip surface or failure surfaces are ____________

    View All Questions on: Stability of Slopes

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    स्रोत : epolylearning.com

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